GB1462268A – Vibration damping structure
– Google Patents
GB1462268A – Vibration damping structure
– Google Patents
Vibration damping structure
Info
Publication number
GB1462268A
GB1462268A
GB2647674A
GB2647674A
GB1462268A
GB 1462268 A
GB1462268 A
GB 1462268A
GB 2647674 A
GB2647674 A
GB 2647674A
GB 2647674 A
GB2647674 A
GB 2647674A
GB 1462268 A
GB1462268 A
GB 1462268A
Authority
GB
United Kingdom
Prior art keywords
tank
foundation
dampers
legs
connecting rods
Prior art date
1973-12-12
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
GB2647674A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
IHI Corp
Tokyo Gas Co Ltd
Original Assignee
IHI Corp
Tokyo Gas Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
1973-12-12
Filing date
1974-06-14
Publication date
1977-01-19
1973-12-12
Priority claimed from JP48139810A
external-priority
patent/JPS5088616A/ja
1974-02-21
Priority claimed from JP2083974A
external-priority
patent/JPS5416607B2/ja
1974-02-21
Priority claimed from JP2084074A
external-priority
patent/JPS5416608B2/ja
1974-06-14
Application filed by IHI Corp, Tokyo Gas Co Ltd
filed
Critical
IHI Corp
1977-01-19
Publication of GB1462268A
publication
Critical
patent/GB1462268A/en
Status
Expired
legal-status
Critical
Current
Links
Espacenet
Global Dossier
Discuss
Classifications
B—PERFORMING OPERATIONS; TRANSPORTING
B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
B65D90/00—Component parts, details or accessories for large containers
B65D90/12—Supports
E—FIXED CONSTRUCTIONS
E04—BUILDING
E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
E—FIXED CONSTRUCTIONS
E04—BUILDING
E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
Abstract
1462268 Vibration damped structures ISHIKAWAJIMA-HARIMA JUKOGYO KK and TOKYO GAS KK 14 June 1974 [12 Dec 1973 21 Feb 1974 (2)] 26476/74 Heading F2S A spherical tank 3 for storing high pressure fluid is mounted above a foundation 1 via a plurality of linear dampers 6 each connected between the tank and the foundation to damp horizontal movements of the tank, such as might arise from an earthquake. The weight of the tank is carried by legs 2. Excessive bending stresses in the legs are prevented by the separate damping system. In the embodiment shown the dampers extend between an inner ring 4 attached to the tank 3 and an outer ring 5 attached to the foundation 1. The damper end-connections 7 are either rubber bush pivots (Figs. 4 and 8, not shown) or balljoints (Fig. 9, not shown) so that vertical movements of the tank are permitted. The rings 4, 5 may be omitted, each damper acting between a bracket (10) on the tank and an upstanding block (11) on the foundation 1 (Figs. 5-11, not shown). The blocks may be inside the leg structure and interconnected by bracing members (13, Fig. 7). Alternatively the blocks may be outside the leg structure and connected to their dampers by connecting rods (15, Fig. 10) which are supported from the tank or foundation. In the embodiment of Figs. 12 and 13 (not shown), which has inner and outer support rings and connecting rods, the outer ring (17) is mounted on legs (18) and the connecting rods extend from the ring (17) to the base of the main supporting legs 2. The dampers provide a force responsive to the vibration speed or its square and/or are of the friction type.
GB2647674A
1973-12-12
1974-06-14
Vibration damping structure
Expired
GB1462268A
(en)
Applications Claiming Priority (3)
Application Number
Priority Date
Filing Date
Title
JP48139810A
JPS5088616A
(en)
1973-12-12
1973-12-12
JP2083974A
JPS5416607B2
(en)
1974-02-21
1974-02-21
JP2084074A
JPS5416608B2
(en)
1974-02-21
1974-02-21
Publications (1)
Publication Number
Publication Date
GB1462268A
true
GB1462268A
(en)
1977-01-19
Family
ID=27283186
Family Applications (1)
Application Number
Title
Priority Date
Filing Date
GB2647674A
Expired
GB1462268A
(en)
1973-12-12
1974-06-14
Vibration damping structure
Country Status (9)
Country
Link
US
(1)
US3977140A
(en)
BR
(1)
BR7404881A
(en)
CA
(1)
CA1018720A
(en)
CH
(1)
CH584333A5
(en)
DE
(1)
DE2428401C3
(en)
FR
(1)
FR2254704B1
(en)
GB
(1)
GB1462268A
(en)
IT
(1)
IT1015040B
(en)
NL
(1)
NL7407978A
(en)
Families Citing this family (18)
* Cited by examiner, † Cited by third party
Publication number
Priority date
Publication date
Assignee
Title
US4102097A
(en)
*
1974-12-23
1978-07-25
Elemer Zalotay
Construction for supporting space units installed in a building especially a multi-storey building
JPS6039831B2
(en)
*
1979-11-12
1985-09-07
三菱製鋼株式会社
Seismic isolation floor
US4389141A
(en)
*
1980-12-31
1983-06-21
Mobil Oil Corporation
Marine structure having a deck or work platform supported by absorbing mechanisms
CA1216167A
(en)
*
1983-10-24
1987-01-06
David Weiner
Method and device for making a power-transmitting expansion joint
US4642948A
(en)
*
1984-10-18
1987-02-17
Travis William B
Tension retention anchorage
US4697395A
(en)
*
1986-08-22
1987-10-06
California Institute Of Technology
Preuplift technique of anchoring a cylindrical liquid storage tank for lateral loading
US4844213A
(en)
*
1987-09-29
1989-07-04
Travis William B
Energy absorption system
US5185976A
(en)
*
1988-01-06
1993-02-16
Takenaka Corporation
Floor vibration-damping apparatus
US4860507A
(en)
*
1988-07-15
1989-08-29
Garza Tamez Federico
Structure stabilization system
US5152110A
(en)
*
1991-06-03
1992-10-06
Garza Tamez Federico
Damping system for structure stabilization system
US5400454A
(en)
*
1993-03-24
1995-03-28
Cunningham; John
Method for supporting a transportation surface
US6115972A
(en)
*
1996-04-09
2000-09-12
Tamez; Federico Garza
Structure stabilization system
US5797227A
(en)
*
1996-04-09
1998-08-25
Garza-Tamez; Federico
Structure stabilization system
US5758455A
(en)
*
1996-12-13
1998-06-02
National Science Council Of Republic Of China
High pressure servo-mechanism control system for civil or architectural structure
AT405198B
(en)
*
1997-03-12
1999-06-25
Wolf Systembau Gmbh & Co Kg
Foundation for buildings and arrangement for connecting a base plate to individual bases
DE102008015106A1
(en)
*
2008-03-19
2009-09-24
Franz Prof. Dr. med. Copf sen.
damping device
CN103306531B
(en)
*
2013-07-09
2015-07-01
东北石油大学
Reticulated shell-annular truss frame-irregular-shaped combination column combined support spherical tank system capable of slightly moving
CN108266037B
(en)
*
2018-03-26
2023-05-09
郑州航空工业管理学院
Vibration-absorbing and shock-insulating silo
Family Cites Families (7)
* Cited by examiner, † Cited by third party
Publication number
Priority date
Publication date
Assignee
Title
US2055000A
(en)
*
1935-08-12
1936-09-22
Bacigalupo Joseph
Building construction
US2417053A
(en)
*
1944-06-30
1947-03-11
Chicago Bridge & Iron Co
Support for spherical container
US3129836A
(en)
*
1963-02-04
1964-04-21
Dow Chemical Co
Supporting structure for reactor vessels
DE1283759B
(en)
*
1963-09-26
1968-11-21
Arno Penkuhn Dipl Ing
Three-point mounting of structures, machines or the like.
US3767150A
(en)
*
1970-05-22
1973-10-23
J Tabata
Apparatus for mounting low temperature liquid storage tanks
US3762114A
(en)
*
1972-07-19
1973-10-02
L Eskijian
Earthquake resistant system
US3794277A
(en)
*
1972-08-14
1974-02-26
A Smedley
Earthquake resistant support
1974
1974-05-20
US
US05/471,202
patent/US3977140A/en
not_active
Expired – Lifetime
1974-06-12
DE
DE2428401A
patent/DE2428401C3/en
not_active
Expired
1974-06-12
IT
IT23940/74A
patent/IT1015040B/en
active
1974-06-13
CA
CA202,350A
patent/CA1018720A/en
not_active
Expired
1974-06-13
FR
FR7420537A
patent/FR2254704B1/fr
not_active
Expired
1974-06-14
NL
NL7407978A
patent/NL7407978A/en
unknown
1974-06-14
GB
GB2647674A
patent/GB1462268A/en
not_active
Expired
1974-06-14
CH
CH818774A
patent/CH584333A5/xx
not_active
IP Right Cessation
1974-06-14
BR
BR4881/74A
patent/BR7404881A/en
unknown
Also Published As
Publication number
Publication date
US3977140A
(en)
1976-08-31
FR2254704A1
(en)
1975-07-11
NL7407978A
(en)
1975-06-16
DE2428401B2
(en)
1977-09-01
DE2428401A1
(en)
1975-06-19
CH584333A5
(en)
1977-01-31
BR7404881A
(en)
1976-02-17
CA1018720A
(en)
1977-10-11
IT1015040B
(en)
1977-05-10
FR2254704B1
(en)
1978-03-31
DE2428401C3
(en)
1978-04-27
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Legal Events
Date
Code
Title
Description
1977-06-01
PS
Patent sealed [section 19, patents act 1949]
1980-02-06
PCNP
Patent ceased through non-payment of renewal fee